HomeMy WebLinkAboutC30610 9 a b c d 8 7 6 e f g h10 9 8 7 6 REVISIONS AND ISSUES 5 4 3 2 1 PREPARED FOR:PROJECT NO.
SHEET NO.a b c d 5 4 3 2 CHECKED BY:DRAWN BY:DESIGNED BY:DWG NAME:PROJECT NO.:DATE BYe DATE:1
ENGINEERS317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELand Surveying | Civil Engi neeringLandscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netf hKnow what'sbelow.
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R gSection 1, Township 17 North, Range 3 East, Clay Township, Hamilton County, IndianaW200371CARMEL, IN 46033AQW20037103/05/2020BSAQLAWRENCE W. INLOW PARKPHASE II IMPROVEMENTSRUSSELL L. WEBSTER II, PE No. 11900318
03/23/2021RUSSELLL.WEBST
ER IIPROFESSIONA L E NGINEE RRE G I S T ER
E
DINDIA N A
PE11900318
STATE OF
NO.
C306STORM SEWER DETAILSCONCRETE CURB DETAIL 03/22/2021 AMQ1 ADDED SHEET OF STORM SEWER DETAILS 04/21/2021 CMS2 OUTLET CONTROL STRUCTURE 101
(NO SCALE)
1
C306
2'x2' PRECAST CONCRETE STRUCTURE
NEENAH R-3402-E, OR APPROVED EQUALPROPOSED GRADING
POND BOTTOM
CONTRACTOR SHALL
CONNECT POND SUBDRAIN
TO STRUCTURE.
6"(h) x 12"(w) ORIFICE HOLE
ELEV.=751.74
ELEV.=750.91
12" HDPE OUTLET PIPE @ 1.25%
w/ CHECKMATE INLINE CHECK VALVE
ELEV.=754.00
2'x2' PRECAST CONCRETE STRUCTURE
6"(h) x 12"(w) ORIFICE HOLE
3:1 SLOPE
3:1 SLO
P
E
POND CROSS SECTION
(NO SCALE)
GRADE AS SHOWN ON PLANS
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
_ CHECK CHANNEL OUTLET AND ROAD CROSSINGS FOR BLOCKAGE, SEDIMENT, BANK INSTABILITY, AND PIPING OR
SCOUR HOLES; REMOVE ANY BLOCKAGE, AND MAKE REPAIRS IMMEDIATELY.
_ REMOVE SIGNIFICANT SEDIMENT AND DEBRIS FROM CHANNEL TO MAINTAIN DESIGN CROSS SECTION AND
CHANNEL GRADE AND TO PREVENT SPOT EROSION.
6" PERFORATED UNDERDRAIN.
INVERT 10" BELOW DRY BASIN
SURFACE. SURROUNDED BY
#53 STONE. WRAP WITH
GEOTEXTILE FABRIC. REFER
TO PLANS FOR MORE
INFORMATION.
SUBGRADE
SLOPE VARIES SLOPE VARIES
755.50756.00 756.00
18" DEEP RIPRAP (1/3 CU.
FT. MIN. SIZE)
3:1 SLO
P
E EMERGENCY OVERFLOW
100 YEAR
ELEV.=755.05
3:1 SLOPE
EMERGENCY SPILLWAY
(NO SCALE)
12" HDPE OUTLET PIPE @ 1.25%
w/ CHECKMATE INLINE CHECK VALVE
4
C306
MONITORING WELL
(NO SCALE)
PERMEABLE
AGGREGATE
RESERVOIR
PERFORATED HDPE
STORM SEWER
MONITORING WELL
WITH REMOVABLE CAP
4"MIN. PERFORATED PVC PIPE
GRADE
3
C306
2
C306
NATIVE VEGETATION
PROTECTION SIGNAGE
2
5
C306
NYLOPLAST DRAIN BASIN
(NO SCALE)
6
C306
NYLOPLASE ENVIROHOOD STRUCTURE
(NO SCALE)
3
SECTION A-A
CONC. PIPE TOE ANCHOR
12" C TO C
MAX. SPACING
E+2T
GROOVED ON
OUTLET END,
TONGUE END
ON INLET
END.
GROOVE (OR TONGUE)
TO BE THE SAME AS ON
STANDARD
REINFORCED
CONCRETE PIPE, ASTM
DESIGNATION C-76.
CLASS "A"
CONCRETE3"
6"
NOTE:
METAL PIPE END
SECTIONS MAY BE USED
WITH CONCRETE PIPE,
PROVIDING THE METHOD
OF CONNECTION IS
APPROVED BY THE
ENGINEER PRIOR TO
INSTALLATION OF PIPE.
(EXCEPT IN INDIANAPOLIS)12" C. TO C.MAX. SPA.E9"
6"
DIA.
CONCRETE IN THESE END SECTIONS SHALL BE THE SAME GRADE AND STRENGTH
AS SPECIFIED FOR REINFORCED CONCRETE PIPE, A.S.T.M. DESIGNATION C-76 CLASS
III, (AS SET OUT IN INDOT STANDARD SPECIFICATIONS).
REINFORCEMENT IN THE "C" PORTION SHALL BE THE SAME AS SPECIFIED FOR
REINFORCED CONCRETE, A.S.T.M. DESIGNATION C-76 CLASS III, FOR THE SIZE OF
CONNECTING PIPE.
REINFORCEMENT IN THE "B" PORTION SHALL HAVE A CROSS SECTIONAL AREA
EQUAL TO THAT OF ONE LAYER OF STEEL IN THE "C" PORTION.
THE END OF THE PIPE CULVERT SHALL BE PLACED IN THE CONCRETE END SECTION
SO THAT THE FLOW LINES ARE FLUSH. THE JOINT SHALL BE COMPLETELY FILLED
WITH MORTAR.
IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE SLOPE OF THE END SECTION IN A
SMOOTH, PLEASING TRANSITION APPROXIMATELY 10'-0" IN LENGTH.
VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE CONCRETE, THE POSITION OF
STEEL, AND THE INTERNAL DIAMETER OF THE PIPE SHALL CONFORM WITH THE
VARIATIONS IN DIMENSIONS AS PROVIDED IN THE SPECIFICATIONS FOR
REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE, A.S.T.M.
DESIGNATION C-76
WHERE VITRIFIED CLAY CULVERT OR CAST IRON CULVERT PIPE IS USED, A "PIPE
END SECTION" COMPARABLE TO THAT AS SHOWN FOR METAL OR CONCRETE SHALL
BE FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER, EXCEPT IN AREAS
OF ACID OR MINE WATER THEN THE USE OF METAL END SECTION IS PROHIBITED.
END SECTIONS WILL BE PAID FOR AT THE CONTRACT UNIT PRICE EACH FOR "PIPE
END SECTION" COMPLETE.
CONCRETE PIPE TOE ANCHORS SHALL BE REQUIRED ON ALL CONCRETE PIPE END
SECTIONS. THE COST THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE
PER EACH FOR "PIPE END SECTION."
RIP-RAP TO BE
PLACED ON SIDE
SLOPE WHEN
CALLED FOR ON
PLANS.
END SECTION
LENGTH (D)PAY LENGTH
OF CULVERT
CONCRETE
END SECTION
PIPE CULVERT
HOOK
BOLTS
LONGITUDINAL
SECTION
(NO SCALE)
1 1/2"R.1 1/2"R. T TY
Y TT4:1 FILL SLOPE
3:
1 FI
LL
SL
O
P
E
CLASS "A" CONC.2'-0" T ADIA - 1'T DIA - 1' TC B=(D-C)
D
C
SLOPE DETAIL
PLAN VIEW SECTION Y-Y
PRECAST CONCRETE END SECTION DETAIL 2'-0"R2
DIA.R
1
7
C306
8
C306
NYLOPLASE ENVIROHOOD STRUCTURE
(NO SCALE)
06/17/21